BID PACKAGE B: EAST BUILDING HVAC REPLACEMENT EAST …

SITE LOCATION

DATE: NOVEMBER 23, 2021

AREA LOCATION MAP

ARCHITECT / ENGINEER :

HR

: 150

-293

1

BID PACKAGE B:

EAST ALTON WOOD RIVER CUSD #14EAST ALTON WOOD RIVER HIGH SCHOOLEAST ALTON, MADISON COUNTY, ILLINOIS

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

1400 E. TREMONT STREETHILLSBORO, IL

PH: 217.532.3959

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

EAST BUILDING HVAC REPLACEMENT

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

CONSULTANT:

SHEET INDEX:

G-101 COVER SHEETA-101 FLOOR PLAN AND ROOF PLANS-001 GENERAL NOTESS-101 FRAMING PLAN AND DETAILSM-101 MECHANICAL PLAN - SECOND FLOORM-102 MECHANICAL PLAN - ROOFM-601 HVAC SCHEDULES, NOTES & DETAILSE-101 ELECTRICAL PLAN - FIRST FLOORE-102 ELECTRICAL PLAN - ROOFE-601 ELECTRICAL DETAILS

ROOF BELOW

5 6

TYP.OF 2

5 6 TYP.OF 12

67

TYP.OF 2

8

TYP.OF 2

8

8

2

1

3A-

101

TYP.

4A-101TYP.

3

4

4

ROOF BELOW

EXISTING INSULATION

EXISTING ROOF MEMBRANEAND FLASHINGS

8'' M

INIM

UM

FLAS

HIN

G H

EIG

HT

TOP COAT

FULLY REINFORCEDBASE COAT

NOTE:1. PRIOR TO SPLICING, CLEAN EXISTING PIB MEMBRANE BY SCRUBBING THE

SPLICE AREA WITH WEATHERED MEMBRANE CLEANER AND ALLOW TO DRY.

NEW ROOFING OVERLAY

CURED 60 MILNON-REINFORCED (SEAMLESS)EPDM MEMBRANE

EXG. SUBSTRATE

6" MIN.

EXIST. PIB ROOFING SYSTEM

EXG. SINGLE-PLY

3"

1/2"

3"MIN. MIN.

6" WIDE SEAM TAPE

1/8" MIN.1/2" MAX.1/2" MAX.

1/8" MIN.

3" WIDE SEAM TAPE

SEAM FASTENINGPLATE MAX. 12" O.C.

.060" FULLY ADHEREDEPDM MEMBRANE

MECHANICAL FASTENER ASRECOMMENDED BY THE ROOFSYSTEM MANUFACTURER

EXIST. METAL DECK

RIGID INSULATION

PIB MEMBRANE(SEE NOTE 1)

5'-5

"+/-

4'-0"+/-

6'-1

"+/-

3'-0"

3'-0

"

NORTH

A-101

TLDGBSTLD

FLOOR PLAN ANDROOF PLAN

SCALE:FLOOR PLAN

A-1011

1/16"=1'-0"

GENERAL NOTES:

1. ROOF IS EXISTING PIB MEMBRANE WITH EXPIRED WARRANTY #77724 FROMREPUBLIC POWDERED METALS, INC. / TREMCO, INC.

2. PROVIDE AND INSTALL NEW SLIP RESISTANT MEMBRANE WALKPADS AT THEPERIMETER OF NEW ROOF TOP EQUIPMENT.

3. CONTRACTOR SHALL INCLUDE A CASH ALLOWANCE OF $10,000 IN THEIR BID TOCOVER THE REMOVAL AND REINSTALLATION OF DATA WIRING, ELECTRICALWIRING, CONDUIT, PIPING AND OTHER POTENTIAL CONFLICTS ABOVE CEILINGSOF EAST BUILDING TO ALLOW FOR THE INSTALLATION OF NEW STRUCTURALSTEEL FRAMING. CONTRACTOR SHALL DOCUMENT THE WORK THROUGH TIMEAND MATERIAL RECORDS. SEE SPEC SECTION 01 20 00 FOR ADDITIONAL INFO.

4. PROVIDE AND INSTALL NEW SLIP RESISTANT MEMBRANE WALKPADS AT THEPERIMETER OF NEW ROOF TOP EQUIPMENT.

KEYED NOTES:

1. RTU AND CURB - SEE M-SHEETS AND DETAILS, THIS SHEET.

2. 1/2":12" TAPERED CRICKET. SEE DETAILS, THIS SHEET.

3. REMOVE EXISTING TRANSLUCENT PANEL FROM VERTICAL WALL OF SKYLIGHT. PROVIDE / INSTALL NEW TRANSLUCENT PANEL WITH 36BY 36" ROUGH OPENING (WITH TRIPLE I-BEAM PERIMETER) FOR ROUTING OF NEW DUCTWORK. EXISTING PANEL IS AND NEW PANEL SHALLBE KALWALL. CONTACT NATHAN HOMANN AT MAYS MAUNE McWARD AT 1.636.349.1645. SEE ELEVATION BELOW FOR APPROX. PANEL SIZE.

4. PREP, PRIME AND PAINT GAS PIPING. COLOR TO BE SAFETY YELLOW, PROVIDE AND INSTALL RUBBER PIPE SUPPORTS (MIFAB C-PORT PIPESUPPORTS OR APPROVED EQUAL AT 10'-0" O.C.) - SEE M-SHEETS FOR CONTINUATION OF PIPING.

5. SALVAGE EXG. CEILING PANELS FOR REINSTALLATION. DEMO AND REMOVE EXG. CEILING GRID TO ALLOW FOR STRUCTURAL STEEL WORK.PROVIDE / INSTALL NEW CEILING GRID AND INSTALL SALVAGED CEILING PANELS AFTER OTHER WORK IS COMPLETE.

6. TEMPORARILY REMOVE EXISTING LIGHT FIXTURE AS REQUIRED FOR INSTALLATION OF STRUCTURAL WORK FOR NEW ROOF TOP UNITS.REINSTALL SALVAGED LIGHT FIXTURE AFTER OTHER WORK IS COMPLETE.

7. TEMPORARILY REMOVE EXISTING EXIT SIGN AS REQUIRED FOR INSTALLATION OF STRUCTURAL WORK FOR NEW ROOF TOP UNITS.REINSTALL SALVAGED EXIT SIGN AFTER OTHER WORK IS COMPLETE.

8. TEMPORARILY REMOVE EXISTING SMOKE DETECTOR AS REQUIRED FOR INSTALLATION OF STRUCTURAL WORK FOR NEW ROOF TOP UNITS.REINSTALL SALVAGED SMOKE DETECTOR AFTER OTHER WORK IS COMPLETE.

X

CHECK:DRAWN:DESIGN:

2021 HURST-ROSCHE, INC.

PROJECT NO:

DATEMARK DESCRIPTION

150-2931

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

DATE: 11-23-21

SIGNATURE

DATE

LICENSE EXPIRES

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

1400 E. TREMONTSTREET

HILLSBORO, ILPH:217-532-3959

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

11-30-2022

11-23-21

EAST

ALT

ON

, MAD

ISO

N C

OU

NTY

, ILL

INO

ISEA

ST A

LTO

N W

OO

D R

IVER

HIG

H S

CH

OO

L

EAST

BU

ILD

ING

HVA

C R

EPLA

CEM

ENT

EAST

ALT

ON

WO

OD

RIV

ER C

USD

#14

BID

PAC

KAG

E B:

NORTH

SCALE:ROOF PLAN

A-1012

1/16"=1'-0"

SCALE:CURB DETAIL

A-1013

N.T.S.

SCALE:TIE-IN DETAIL

A-1014

N.T.S.

SCALE:KALWALL PANEL ELEVATION

A-1015

N.T.S.

LIC

ENSED ARCH I TECT

STAT E OF I L L I NO I S

TIMOTHY LDOWNEN

001.021928

1. DESIGN CRITERIA:

A. CODES AND STANDARDSALL DESIGN AND CONSTRUCTION WORK FOR THIS PROJECT SHALL CONFORM TO THE 2015

INTERNATIONAL BUILDING CODE.B. LIVE LOAD DATA

ROOF...............................................................................................................................20 PSFALL LIVE LOADS NON-REDUCIBLE

C. WIND LOAD DATABASIC WIND SPEED...................................................................................................120 MPHIMPORTANCE FACTOR.......................................................................................................1.0EXPOSURE CLASSIFICATION............................................................................................"C"

D. SEISMIC LOAD DATAMAPPED SPECTRAL ACCELERATIONS

0.2 SECOND PERIOD (Ss).....................................................................................0.3851.0 SECOND PERIOD (S1).....................................................................................0.145

SPECTRAL RESPONSE COEFFICIENTS0.2 SECOND PERIOD (SDs)...................................................................................0.3831.0 SECOND PERIOD (SD1)...................................................................................0.223

OCCUPANCY CATEGORY.....................................................................................................lIISEISMIC IMPORTANCE FACTOR......................................................................................1.25SITE CLASS.........................................................................................................................."D"SEISMIC DESIGN CATEGORY............................................................................................."D"

E. SNOW LOAD DATAGROUND SNOW LOAD.................................................................................................20 PSFFLAT ROOF SNOW LOAD.............................................................................................22 PSFSNOW EXPOSURE FACTOR..............................................................................................1.0SNOW LOAD IMPORTANCE FACTOR................................................................................1.1THERMAL EXPOSURE FACTOR.........................................................................................1.0DESIGN SNOW LOAD....................................................................................................22 PSF

F. IN CASE OF CONFLICT BY GOVERNING CODES, THE MOST STRINGENT REQUIREMENT SHALL GOVERN.

2. STRUCTURAL STEEL:

A. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE, EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS.

B. U.N.O. THE MINIMUM PLATE THICKNESS SHALL BE 1/4", THE MINIMUM BOLT DIAMETER SHALL BE 5/8", THE MINIMUM WELD SHALL BE 3/16" AND THE MINIMUM DESIGN LOAD ON ANY CONNECTION SHALL BE 10 KIPS. BOLT HOLES SHALL BE STANDARD 1/16" DIAMETER LARGER THAN BOLT.

C. ALL STRUCTURAL STEEL EXPOSED TO VIEW ON INTERIOR OR EXTERIOR OF THE BUILDING SHALL CONFORM TO THE REQUIREMENTS OF ARCHITECTURALLY EXPOSED STEEL OF AISC CODE OF STANDARD PRACTICE SECTION 10.

D. ALL EXTERIOR EXPOSED STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123, U.N.O.E. BOLTED CONNECTIONS:

1. ALL EXTERIOR EXPOSED BOLTS, NUTS, AND WASHERS SHALL BE TYPE 3 U.N.O.2. SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH CONNECTION AND THE

DESIGN VALUES USED FOR THE VARIOUS BOLT TYPES.F. ALL WELDS EXPOSED TO VIEW SHALL BE GROUND SMOOTH.G. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED WITHOUT

WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.H. NO CHANGE IN SIZE OR POSITION OF STRUCTURAL ELEMENTS SHALL BE MADE AND HOLES, SLOTS,

CUTS, ETC. ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS THEY ARE APPROVED BY THE ARCHITECT/ENGINEER.

I. NO FINAL BOLTING OR WELDING SHALL BE MADE UNTIL AS MUCH OF THE STRUCTURE AS WILL BE STIFFENED THEREBY HAS BEEN PROPERLY ALIGNED.

J. FABRICATE ALL BEAMS WITH THE MILL CAMBER UPK. ALL CONNECTIONS TO BE SHOP WELDED AND FIELD BOLTED WHERE PRACTICALLY POSSIBLE

EXCEPT AS INDICATED ON DRAWINGS.L. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITING PRIMER PAINT

CONFORMING TO PROJECT SPECIFICATIONS. FIELD TOUCH UP ALL UNPAINTED AREAS.M. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON DRAWINGS ARE INTENDED TO BE TYPICAL AND

SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE.N. ALL ADDITIONAL STEEL OR OTHER MATERIALS REQUIRED BY THE CONTRACTOR FOR ERECTION

PURPOSES AND SITE ACCESS OF STOCKPILED MATERIALS SHALL BY PROVIDED AT NO COST TO THE OWNER. ALL SUCH ADDITIONAL MATERIALS SHALL BE REMOVED BY THE CONTRACTOR UNLESS APPROVED BY THE OWNER IN WRITING.

4. MECHANICAL AND ADHESIVE ANCHORS:

A. ALL MECHANICAL AND ADHESIVE ANCHORS TO HAVE CURRENT ICC REPORTS FOR USE ON THIS PROJECT.

B. ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ICC AND MANUFACTURE RECOMMENDATIONS.

C. CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL OR ADHESIVE ANCHORS.

5. ITEMS ANCHORED TO PRIMARY STRUCTURE:

A. DESIGN PRE-ENGINEERED STRUCTURES AND ITEMS TO BE ANCHORED TO THE PRIMARY STRUCTURE IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE.

B. PROVIDE COMPLETE DESIGN FOR GRAVITY AND SEISMIC FORCES. SUBMIT TO OWNER'S REPRESENTATIVE CALCULATIONS AND DRAWINGS SHOWING ALL ATTACHMENT DETAILS TO PRIMARY STRUCTURE AND LOCATION, DIRECTION, AND MAGNITUDE OF ALL GRAVITY AND SEISMIC LOADS TRANSMITTED TO PRIMARY STRUCTURE IN EXCESS OF 250 LBS.

C. CONNECTIONS OF ITEMS TO THE PRIMARY STRUCTURE SHALL NOT RESULT IN TORSION IN THE SUPPORTING STRUCTURAL MEMBERS.

D. ALL HANGERS FOR DUCTWORK, PIPE WORK, ETC. SHALL BE HUNG DIRECTLY FROM STRUCTURAL MEMBERS OR SUPPLEMENTARY MEMBERS. THE LOCATION AND ORIENTATIONS OF THESE HANGERS SHALL NOT IMPAIR THE LOAD CAPACITY OF THE STRUCTURAL MEMBERS.

E. THE RESPECTIVE TRADES SHALL DESIGN AND PROVIDE REINFORCING OR SUPPLEMENTAL FRAMING AS REQUIRED FOR THEIR CONNECTIONS.

F. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

6. EXISTING CONDITIONS:

A. BECOME FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING. PROVIDE NECESSARY MEANS AND METHODS TO ACCOMPLISH THE SPECIFIED WORK.

B. FIELD VERIFY CONDITIONS, SIZES, SPACING, AND DIMENSIONS OF EXISTING STRUCTURE TO FABRICATIONS AND NEW CONSTRUCTION. CONTACT THE STRUCTURAL ENGINEER IF EXISTING CONDITIONS, ETC. VARY FROM THOSE SHOWN ON THESE DRAWINGS.

C. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY REMOVAL AND REPLACEMENT/RELOCATION OF ANY NON-STRUCTURAL ELEMENTS NECESSARY TO COMPLETE THE STRUCTURAL WORK. FOLLOW ALL APPLICABLE CODES AND REQUIREMENTS OF AFFECTED TRADES. PROVIDE FOR THIS REQUIREMENT IN THE BID.

D. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION INCLUDING LAGGING, SHORING , UNDERPINNING, AND PROTECTION OF EXISTING CONSTRUCTION.

7. MISCELLANEOUS:

A. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS, SHOP DRAWINGS, AND WORK.

B. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.

C. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.

D. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME LOADS ARE IMPOSED.

E. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES.

F. UNLESS OTHERWISE NOTED, FIREPROOFING METHODS AND MATERIALS FOR STRUCTURAL MEMBERS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE RATING REQUIREMENTS, FIRE PROOFING METHODS, AND MATERIALS.

G. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.H. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER

THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. EXPANSION JOINTS SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED TO ACCOMMODATE ANTICIPATED THERMAL MOVEMENT AFTER THE BUILDING IS COMPLETE.

I. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS HE/SHE HAS SPECIFICALLY INFORMED THE ARCHITECT OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

J. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES, IN THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. PLANS AND/OR SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY THE ARCHITECT/ENGINEER BEFORE THE AFFECTED WORK PRECEDES.

K. FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR INFERRED BY THESE DRAWINGS.

L. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.M. REFERENCE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.N. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS

OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE PLANS CAN BE DETERMINED BY THE TITLE OF THE DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. DECISIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ARCHITECT/ENGINEER.

O. REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM CONTRACT DOCUMENTS.

3. STEEL JOISTS:

A. BRIDGING:• LH SERIES JOISTS: UNLESS NOTED OTHERWISE, BRIDGING SHALL BE

DESIGNED AND SPACED IN ACCORDANCE WITH S.J.I. SPECIFICATIONS.B. UNLESS NOTED OTHERWISE, JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL

WORKS AS FOLLOWS:• LH SERIES JOISTS: TWO 3/16" FILLET WELDS (ONE EACH SIDE) 3" LONG OR

EQUIVALENT.C. BRIDGING THAT TERMINATES AT, OR IS INTERRUPTED BY, STRUCTURAL STEEL

BEAMS, SHALL BE ATTACHED TO TOP FLANGE BY FIELD WELDING OR BOLTING.D. JOISTS SHALL BE STOCKPILED AT THE JOBSITE IN A VERTICAL POSITION, RESTING

ON THEIR TOP OR BOTTOM CHORDS, AND SHALL BE ADEQUATELY SUPPORTED WITH WOOD BLOCKING, KEEP JOISTS FREE OF MUD AND DIRT.

E. IT SHALL BE THE ERECTOR'S RESPONSIBILITY TO SEE THAT JOISTS WHICH ARE DAMAGED, KINKED, BENT, OR WITH BROKEN WELDS, ARE NOT PLACED IN THE STRUCTURE.

F. IF A CONCENTRATED LOAD OCCURS BETWEEN PANEL POINTS, THE CONTRACTOR SHALL PROVIDE AN ADDITIONAL WEB MEMBER FROM THE LOAD POINT TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. SEE 4/S-101.

G. SUBMIT SHOP DRAWINGS FOR JOISTS INDICATING SIZE, SPACING, AND BRIDGING AS REQUIRED BY THE SPECIFICATIONS.

H. DESIGN OF ROOF JOISTS AND BRIDGING SHALL CONSIDER A NET UPLIFT FROM WIND OR 18 PSF (UNFACTORED).

I. CONTRACTOR TO HAVE METAL SHIMS AVAILABLE FOR ANY NECESSARY JOIST BEARING ELEVATION ADJUSTMENT.

HURST-ROSCHE, INC.PROFESSIONAL DESIGN NUMBER: 184-000298

2021 HURST-ROSCHE, INC.

1400 E. TREMONT STREET

HILLSBORO, ILPH:217.532.3959

MARION, ILEAST ST. LOUIS, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

11-30-2022

www.hurst-rosche.com

CHECK:DRAWN:DESIGN:PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

DATE:

CHASE J.CONNOR

081-007200LICEN

SED STRUCTURAL ENGINEER

ST A T E O F IL L INOIS

HILLSBOROILLINOIS

ENGINEERS, LLC112 N. KANSAS STREET

EDWARDSVILLE, IL 62025P: 618-659-8709P: 618-656-8353

11-23-2021150-2931

JJCNALCJC

S-001

GENERAL NOTES

BID

PACK

AGE

B:EA

ST B

UILD

ING

GYM

HVA

C RE

PLAC

EMEN

TEA

ST A

LTON

WOO

D RI

VER

CUSD

#14

EAST

ALT

ON W

OOD

RIVE

R HI

GH S

CHOO

LEA

ST A

LTON

, MAD

ISON

COU

NTY,

ILLI

NOIS

11-23-2021

N

KEY PLANSOUTH SIDE

N

EXISTING 3 1/2"Ø PIPE

EXISTING 5 1/2"Ø PIPE

2 SPLICES EACH

4 NEW 24LH03SP

3 NEW 24LH03 SP, 1 SPLICE EACH

2S-101

2S-101

EXISTING W21X82

CR

OSS

BR

ACIN

G@

7'-6

" TYP

.

EXISTING W21X82

JOIST SPLICE LOCATION, TYP.

EXISTING 24LH03 @ 4'-0"

5S-101

7S-101

TO B

E FI

ELD

VER

IFIE

D

+/- 2

2'-5

"

TO B

E FI

ELD

VER

IFIE

D

+/- 9

'-4"

EXISTING PIPEPROPOSED SPLICED OWSJ

24LH03 SP

DEAD LOAD = 20 PSF

ROOF LIVE LOAD = 20 PSF

SNOW LOAD = 22 PSF

MAX = 52 PSFRTU WEIGHT SHALL BE VERIFIED BY CONTRACTOR ONCE IT HAS BEEN SELECTED PRIOR TO OWSJ FABRICATION

C BEARING @ NORTH SUPPORTL

12'-6"

4'-0" 7'-6"

RTU = 1,150 LBS RTU = 1,370 LBS

SNOW DRIFT

JOIST MANUFACTUERER TO DESIGN JOIST TO SUPPORT UNFACTORED LOADS AS SHOWN ABOVE.

LOAD

PROVIDE AT ALL MECHANICAL UNITS AT CURBS WHERE CURBS CROSS JOISTS.

"A"

"A"1/4 1

STEEL JOISTSSEE PLANPLAN

WHERE DIMENSION "A" IS EQUAL TO OR GREATER THAN 3" FIELD INSTALL L2 1/2x2 1/2x1/4 EACH SIDE OF JOIST AS SHOWN

LOAD

LOAD

NOTE: THE ANGLE STRUT SHOWN TO TRANSFER THE LOAD TO A PANEL POINT ON THE OPPOSITE CHORD SHALL NOT BE REQUIRED, PROVIDED THE SUM OF THE CONCENTRATED LOADS WITHIN A CHORD PANEL DOES NOT EXCEED 100 POUNDS AND THE ATTACHMENTS ARE CONCENTRIC TO THE CHORD.

METAL DECK

ANGLE FRAME3/16

7S-101

8S-101

METAL DECK NOTSHOWN FOR CLARITY

THE

OPE

NIN

G E

ACH

EN

D

CR

OSS

FR

AMIN

G 6

'-0" M

AX.

1ST

JOIS

T PA

NEL

BEY

ON

D

(6'-0" MAX)

JOIST SPACING (SEE PLAN)

NOTE: VERIFY LOCATION& DIMS W/ MECH DRWGS.

L 3 1/2x3 1/2x1/4

EXISTING 24LH03

L3 1/2X3X1/4, TYP.

COPE ANGLE AS REQUIRED, TYP.

1/4TYP.

24LH03 SP

EXISTING W21X82

BEARING DEPTH MAY BE DECREASED BY 1/4" WITH THE ADDITION OF A FIELD INSTALLED 1/4" A36 STEEL PLATE FOR EASE OF CONSTRUCTION

3/16" 3"

5"

TOP CHORD OF NEWLY INSTALLED OWSJ SHALL BE BRACED EVERY 2'-0" O.C. MIN. WITH FIELD INSTALLED L3 1/2X3 1/2X1/4.

HURST-ROSCHE, INC.PROFESSIONAL DESIGN NUMBER: 184-000298

2021 HURST-ROSCHE, INC.

1400 E. TREMONT STREET

HILLSBORO, ILPH:217.532.3959

MARION, ILEAST ST. LOUIS, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

11-30-2022

www.hurst-rosche.com

CHECK:DRAWN:DESIGN:PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

DATE:

CHASE J.CONNOR

081-007200LICEN

SED STRUCTURAL ENGINEER

ST A T E O F IL L INOIS

HILLSBOROILLINOIS

ENGINEERS, LLC112 N. KANSAS STREET

EDWARDSVILLE, IL 62025P: 618-659-8709P: 618-656-8353

11-23-2021150-2931

JJCNALCJC

S-101

FRAMING PLAN ANDDETAILS

BID

PACK

AGE

B:EA

ST B

UILD

ING

GYM

HVA

C RE

PLAC

EMEN

TEA

ST A

LTON

WOO

D RI

VER

CUSD

#14

EAST

ALT

ON W

OOD

RIVE

R HI

GH S

CHOO

LEA

ST A

LTON

, MAD

ISON

COU

NTY,

ILLI

NOIS

11-23-2021

GENERAL NOTES

1. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL RTU AND OPENING LOCATIONS.

2. RTU SHALL BE POSITIVELY CONNECTED TO STEEL FRAME.3. SPLICE LOCATION SHALL BE VERIFIED IN FIELD PRIOR TO

FABRICATION OF OWSJ4. ELECTRICAL AND OTHER MECHANICAL/PLUMBING ARE NOT

SHOWN ON PLANS AND SHALL BE FIELD VERIFIED AND ACCOUNTED FOR WHEN PLACING NEW OWSJ.

5. TO INSTALL NEW OWSJ, EXISTING CROSS BRACING SHALL BE REMOVED AND NEW CROSS BRACING WILL BE REQUIRED.

1/4" = 1'-0"1 Framing Plan - South

3/4" = 1'-0"2 Splice Location

3/8" = 1'-0"3 Typical 24LH03 SP Loading

3/4" = 1'-0"4 Typ. Joist Load Strut Detail1 1/2" = 1'-0"8 Framing Section

3/4" = 1'-0"6 Typ. Reinf. For Roof/Floor Opening And RTU Support (TYP.)

1 1/2" = 1'-0"7 Framing Section

1 1/2" = 1'-0"5 Framing Section

UPPERATRIUM

C201

GIRLSTOILET

C202

OFFICEC204

CLASSROOMC207

CLASSROOMC208

CLASSROOMC209

CLASSROOMC210

CLASSROOMC211

CLASSROOMC213

STORAGEC212

CLASSROOMC214CLASSROOM

C216STAIRS

C219

OFFICEC220

OFFICEC221

OFFICEC222

CLASSROOMC223

CLASSROOMC224

CLASSROOMC225

STAIRSC226

JANITORC227

CLASSROOMC228

CLASSROOMC229

CLASSROOMC230

TEACHERSLOUNGE

C233

BOYSTOILET

C234

26" D 3

2

1

67

7

8

7

9

5

26" D3

4

22 2

M-101

MARMARMAR

MECHANICALPLAN - SECONDFLOOR

CHECK:DRAWN:DESIGN:

2021 HURST-ROSCHE, INC.

PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

150-2931

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

DATE: 11-23-21

11-30-2023

SIGNATURE

DATE

LICENSE EXPIRES

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

11-23-21

1400 E. TREMONTSTREET

HILLSBORO, ILPH:217-532-3959

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

11-23-21

EAST

ALT

ON

, MAD

ISO

N C

OU

NTY

, ILL

INO

ISEA

ST A

LTO

N W

OO

D R

IVER

HIG

H S

CH

OO

L

EAST

BU

ILD

ING

HVA

C R

EPLA

CEM

ENT

EAST

ALT

ON

WO

OD

RIV

ER C

USD

#14

BID

PAC

KAG

E B:

NORTH

SCALE:MECHANICAL PLAN - SECOND FLOOR

M-1011

3/32"=1'-0"

X

6

6

5

RTU-1

1

2

3

7

4

M-102

MARMARMAR

MECHANICALPLAN -ROOF

CHECK:DRAWN:DESIGN:

2021 HURST-ROSCHE, INC.

PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

150-2931

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

DATE: 11-23-21

11-30-2023

SIGNATURE

DATE

LICENSE EXPIRES

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

11-23-21

1400 E. TREMONTSTREET

HILLSBORO, ILPH:217-532-3959

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

11-23-21

EAST

ALT

ON

, MAD

ISO

N C

OU

NTY

, ILL

INO

ISEA

ST A

LTO

N W

OO

D R

IVER

HIG

H S

CH

OO

L

EAST

BU

ILD

ING

HVA

C R

EPLA

CEM

ENT

EAST

ALT

ON

WO

OD

RIV

ER C

USD

#14

BID

PAC

KAG

E B:

NORTH

SCALE:MECHANICAL PLAN - ROOF

M-1021

3/32"=1'-0"

X

VOLT/P/Hz MCA

ELECTRICAL

AND MODEL NO.MANUFACTURERMARK

SCHEDULE OF GAS-FIRED ROOFTOP UNITS

CFM ESP HP

SUPPLY FAN HEATING SECTION

MBH inMOP

MBH outCFM

RETURNCOOLING - UNIT

EWB TOTSHCLWBLDBEDB GASTYPE

REMARKSDESIGN

APPROX. WEIGHTW/O CURB

TRANEYCD360BE-6D2EG7 10

REMARKS:1. UNIT HAS R-410A REFRIGERANT.2. UNIT HAS 115 VOLT FACTORY WIRED CONVENIENCE OUTLET.3. UNIT HAS PREMIUM EFFICIENCY MOTORS WITH VFD'S.4. UNIT IS SINGLE ZONE VAV WITH BYPASS.5. UNIT HAS 4" 95% EFFICIENCY MERV 14 FILTER.6. UNIT HAS COMPRESSOR ISOLATION VALVES, SIGHT GLASS, VFD CONDENSER FAN - HEAD PRESSURE CONTROL.7. UNIT HAS NON-FUSED DISCONNECT SWITCH.8. UNIT HAS PHASE & BROWN OUT PROTECTION.9. UNIT HAS CONDENSER COIL GUARDS.10. UNIT HAS STAINLESS STEEL NATURAL GAS HEAT EXCHANGER.11. UNIT HAS HIGH TURNDOWN MODULATING GAS TEMPERATURE CONTROL.12. UNIT HAS MODULATING HOT GAS REHEAT.13. UNIT HAS DIFFERENTIAL ENTHALPY ECONOMIZER.14. UNIT HAS DUCT MOUNTED CO2 SENSOR.15. UNIT HAS DUCT MOUNTED HUMIDITY SENSOR.16. PROVIDE ON SINGLE TD5 TOUCHSCREEN DISPLAY FOR CONTROL OF BOTH RTU'S.

GENERAL HVAC NOTES:A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE

MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.

B. CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPEAND GENERAL ARRANGEMENT ONLY.

C. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS, CONTRACT DOCUMENTS AND APPLICABLE CODES AND REGULATIONS.

D. ALL TESTS SHALL BE COMPLETED BEFORE ANY EQUIPMENT, DUCTWORK OR PIPING INSULATION IS APPLIED.

E. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS & CONTROLS.

F. BALANCE AIR FLOW TO ALL NEW HVAC EQUIPMENT, AS SPECIFIED AND INDICATED ON PLANS.

G. ALL HVAC EQUIPMENT AND ASSOCIATED DISCONNECTS SHALL BE LABELED WITH THE EQUIPMENT NUMBERPERMANENTLY AFFIXED WITH AN ENGRAVED PLASTIC LABEL.

H. PROVIDE VIBRATION ISOLATION TO ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDINGSTRUCTURE.

I. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOTDEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BESTCONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS. DO NOT SCALE DRAWINGS.

J. LOCATIONS AND SIZES OF ALL FLOOR, WALL AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADESINVOLVED.

K. INSTALL ALL EXTERIOR VENTS, EXHAUSTS, AND OUTSIDE-AIR INTAKES SO THAT ANY OUTSIDE-AIR INTAKE IS EITHER 2'-0"LOWER THAN ANY EXHAUST OR VENT WITHIN 15' OR 15' CLEAR OF ANY EXHAUST OR VENT AT THE SAME HEIGHT.COORDINATE WITH PLUMBING WORK FOR PLUMBING VENTS. OUTSIDE AIR EXHAUST AND INTAKE OPENINGS SHALL BEPROTECTED WITH CORROSION-RESISTANT SCREENS, LOUVERS OR ROOF/WALL CAPS, AS SHOWN AND SPECIFIED.OPENINGS SHALL BE PROTECTED AGAINST ALL LOCAL WEATHER CONDITIONS.

L. CONTRACTOR SHALL FLASH AND SEAL ALL NEW ROOF PENETRATIONS AND OPENINGS CREATED BY PROJECT SCOPE PERROOFING MANUFACTURERS RECOMMENDATIONS.

M. USE RADIUS ELBOWS ON ALL SUPPLY DUCTWORK. IF SPACE LIMITATIONS REQUIRE THE USE OF SQUARE ELBOWS, USETURNING VANES.

N. ALL OPENINGS IN FIRE WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE STOPPED.

O. ALL DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEAR DIMENSIONS.

P. ALL DUCTWORK MUST BE SEALED IN ACCORDANCE WITH SMACNA. PRESSURE SENSITIVE TAPE SHALL NOT BE USED ASTHE PRIMARY SEALANT.

Q. INSTALL ALL DUCTS AS PER SMACNA AND NFPA 90A. ENSURE THAT DUCT FASTENERS AND SEALANTS ARE USED. SEALALL LONGITUDINAL SEAMS AND ALL TRANSVERSE SEAMS.

R. CONTRACTOR TO PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS FOR ALL HVAC SYSTEMS WITHIN 90DAYS OF PROJECT COMPLETION.

S. CONTRACTOR TO PROVIDE OWNER WITH AS-BUILT RECORD DRAWINGS WITHIN 90 DAYS OF PROJECT COMPLETION.

T. WHEN MECHANICAL WORK IS SUBCONTRACTED, IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TOCOORDINATE SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS.

U. SOME ASSUMPTIONS WERE MADE REGARDING DUCT CONFIGURATION DURING DESIGN. THIS CONTRACTOR ISRESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS PRIOR TO THE PURCHASE OF ANY MATERIALS ANDCOMMENCEMENT OF ANY WORK AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION.

V. PROVIDE SUFFICIENT ACCESS TO SERVICE ALL MECHANICAL EQUIPMENT.

W. ALL CONTROL WORK TO BE PER MECHANICAL EQUIPMENT LIST. PROVIDE ANY NECESSARY TRANSFORMERS FOR LOWVOLTAGE CONTROL CIRCUITS. LOW VOLTAGE (24V) WIRING TO BE BY M.C.

X. COORDINATE ALL ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION.

Y. ALL REFRIGERANT LINES GET INSULATED WITH 1/2" ELASTOMERIC CELL INSULATION (ARMACELL/RUBATEX, ETC). ANYLINES EXTERIOR TO THE BUILDING SHALL HAVE AN ALUMINUM JACKET FOR WEATHER PROTECTION.

TRANEYCD360BE-6D2EG7 10 5,2471-16200179208/3/60

280

350NAT357.4262.556.759.066.779.410,5001.5"10,500RTU-1B

5,2471-16200179208/3/60280

350NAT357.4262.556.759.066.779.410,5001.5"10,500RTU-1A

M-601

MARMARMAR

HVACSCHEDULES,NOTES & DETAILS

CHECK:DRAWN:DESIGN:

2021 HURST-ROSCHE, INC.

PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

150-2931

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

DATE: 11-23-21

11-30-2023

SIGNATURE

DATE

LICENSE EXPIRES

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

11-23-21

1400 E. TREMONTSTREET

HILLSBORO, ILPH:217-532-3959

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

11-23-21

EAST

ALT

ON

, MAD

ISO

N C

OU

NTY

, ILL

INO

ISEA

ST A

LTO

N W

OO

D R

IVER

HIG

H S

CH

OO

L

EAST

BU

ILD

ING

HVA

C R

EPLA

CEM

ENT

EAST

ALT

ON

WO

OD

RIV

ER C

USD

#14

BID

PAC

KAG

E B:NO SCALE

ROOFTOP UNIT CURB DETAIL-W/VIBRATION ISOLATION BASE

TO ROOF BASE PER MFG. REQUIREMENTS *

ROOF MEMBRANE

TRAPPED

CONNECTION W/DUCT

GASKET (TYP.)

ROOFTOP UNIT DUCTWORK

CHANNEL, SECURE TOVIBRATION ISOLATION

OPENINGS TO MATCHSUPPLY AND RETURN

16 GA. GALV. STEEL

ROOF

CONNECTIONFLEXIBLE DUCT

OPENINGS ON UNIT

BASE AND PROVIDE FRAMED

SOUND BATT INSUL. 6"

ROOFTOP UNIT, SEE SCHEDULE AND SPECS.

PIPING TO RUBBER WALKPADADHERE CONDENSATE DRAIN

SEAL TO ROOF CURB ANDMEMBRANE COUNTERFLASHING

SIZE W/ SCH. 40 PVC PIPE TO NEARBYPIPE ROOFTOP CONDENSATE DRAIN FULL

ON DRAIN PIPING IF UNIT IS INTERNALLYROOF DRAIN, DO NOT PROVIDE TRAP

SHEET METAL COUNTERFLASHING

SEISMICALLY RESTRAINED ANDCERTIFIED ISOLATION ANCHORED

INSULATION

SEALANTRETURN DUCT

SUPPLY OR

5/8" WATER RESISTANTGYP BOARD (2 LAYERS)

RECOMMENDATIONS, PROVIDE ATMEMBRANE AS PER MANUFACTURER

WALKPAD, ADHERE TO ROOF6"x6"x1/2" RUBBER ROOF

10'-0" INTERVALS

SUPPORT RAILS

EQUIPMENT CURB ANCHORED TO ROOF STRUCTURE

GYP BOARD SUPPORTFLANGE INTEGRAL TO CURB

CONCRETE PAD

1M-601

3

5

674

1

2

E-101

MARMARMAR

ELECTRICALPLAN - FIRSTFLOOR

CHECK:DRAWN:DESIGN:

2021 HURST-ROSCHE, INC.

PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

150-2931

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

DATE: 11-23-21

11-30-2023

SIGNATURE

DATE

LICENSE EXPIRES

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

11-23-21

1400 E. TREMONTSTREET

HILLSBORO, ILPH:217-532-3959

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

11-23-21

EAST

ALT

ON

, MAD

ISO

N C

OU

NTY

, ILL

INO

ISEA

ST A

LTO

N W

OO

D R

IVER

HIG

H S

CH

OO

L

EAST

BU

ILD

ING

HVA

C R

EPLA

CEM

ENT

EAST

ALT

ON

WO

OD

RIV

ER C

USD

#14

BID

PAC

KAG

E B:

NORTH

SCALE:ELECTRICL PLAN - FIRST FLOOR

E-1011

3/32"=1'-0"

X

RTU-1

1

3

2

E-102

MARMARMAR

ELECTRICALPLAN - ROOF

CHECK:DRAWN:DESIGN:

2021 HURST-ROSCHE, INC.

PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

150-2931

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

DATE: 11-23-21

11-30-2023

SIGNATURE

DATE

LICENSE EXPIRES

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

11-23-21

1400 E. TREMONTSTREET

HILLSBORO, ILPH:217-532-3959

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

11-23-21

EAST

ALT

ON

, MAD

ISO

N C

OU

NTY

, ILL

INO

ISEA

ST A

LTO

N W

OO

D R

IVER

HIG

H S

CH

OO

L

EAST

BU

ILD

ING

HVA

C R

EPLA

CEM

ENT

EAST

ALT

ON

WO

OD

RIV

ER C

USD

#14

BID

PAC

KAG

E B:

NORTH

SCALE:ELECTRICAL PLAN - ROOF

E-1021

3/32"=1'-0"

X

E-601

MARMARMAR

ELECTRICALDETAILS

CHECK:DRAWN:DESIGN:

2021 HURST-ROSCHE, INC.

PROJECT NO:

SIGNATURE

DATEMARK DESCRIPTION

DATE

LICENSE EXPIRES

150-2931

EAST ST. LOUIS, ILMARION, IL

ARNOLD, MONEOSHO, MO

NASHVILLE, TN

DATE: 11-23-21

11-30-2023

SIGNATURE

DATE

LICENSE EXPIRES

Hurst-Rosche, Inc.PROFESSIONAL DESIGN NUMBER: 184-000298

www.hurst-rosche.com

11-23-21

1400 E. TREMONTSTREET

HILLSBORO, ILPH:217-532-3959

112 N. KANSAS STREETEDWARDSVILLE, IL 62025

P: 618-659-8709P: 618-656-8353

ENGINEERS, LLC

11-23-21

EAST

ALT

ON

, MAD

ISO

N C

OU

NTY

, ILL

INO

ISEA

ST A

LTO

N W

OO

D R

IVER

HIG

H S

CH

OO

L

EAST

BU

ILD

ING

HVA

C R

EPLA

CEM

ENT

EAST

ALT

ON

WO

OD

RIV

ER C

USD

#14

BID

PAC

KAG

E B:

SECTION IS34"W x 34"D

SECTION IS34"W x 24"D

SCALE:EXISTING SWITCHGEAR ELEVATION

E-6011

NONE

CURRENTTRANSFORMERS

3000ABOLTED

PRESSURESWITCH

600A/3PMEMORIAL

GYM

600A/2PUNKNOWN

CIRCUIT

60A/2PSW GEARLIGHTING

PANEL

200A/3PUNKNOWN

CIRCUIT

600A/3PBOILER ROOM

PANEL "PP"

400A/3PUNKNOWN

CIRCUIT

400A/3PBOILER ROOM

PANEL "LP"

400A/3PDIMMERPANEL

400A/3PBOILER ROOMLIGHT PANEL

200A/3PWOOD SHOPWEST WALL

SECTION IS34"W x 24"D

5

6 7

PANEL "EP"

3

1200A CTCABINET

2

1

POLE MOUNTEDTRANSFORMERS

STADIUM

WEST TENNIS COURTS

MAIN SWITCH

UNKNOWN CIRCUIT 8

X

SCALE:ONE LINE POWER DIAGRAM

E-6012

NONE

METER

4

1200A-3P

30A-2P

200A-3P

60A-3P

60A-3P

60A-3P

60A-3P

600A-3P

200A-3P

200A-3P

200A-3P

200A-3P

200A-3P

30A-2PUNKNOWN CIRCUIT 8

TICKET BOOTH

EAST TENNIS COURTS

UNKNOWN CIRCUIT 8

EAST FOOTBALL LIGHTS - POLE 5

EAST FOOTBALL LIGHTS - POLES 4/6

WEST FOOTBALL LIGHTS - POLE 2

WEST FOOTBALL LIGHTS - POLES 1/3

RTU-1A200A-3P

9